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Site Based Stormwater Management Plan

of 41

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                  Diversion LowFlow100mm from Site to Detention Basin to Basin Outlet                                    Diversion MidFlow100mm from Site to Detention Basin to Basin Outlet                                  Diversion High_outlet100mm from Site to Detention Basin to Basin Outlet


                          ECN_63pct_15min_10[Max 0.040]          ECN_0.5EY_15min_10[Max 0.044]                                   ECN_63pct_15min_10[Max 0.011]           ECN_0.5EY_15min_10[Max 0.020]                               ECN_63pct_15min_10[Max 0.002]          ECN_0.5EY_15min_10[Max 0.012]

                          ECN_0.2EY_15min_10[Max 0.049]          ECN_10pct_15min_10[Max 0.051]                                  ECN_0.2EY_15min_10[Max 0.028]            ECN_10pct_15min_10[Max 0.032]                               ECN_0.2EY_15min_10[Max 0.022]          ECN_10pct_15min_10[Max 0.027]

                          ECN_5pct_15min_10[Max 0.054]            ECN_2pct_15min_10[Max 0.054]                                   ECN_5pct_15min_10[Max 0.036]            ECN_2pct_15min_10[Max 0.037]                                ECN_5pct_15min_10[Max 0.032]           ECN_2pct_15min_10[Max 0.032]

                          ECN_1pct_15min_10[Max 0.057]                                                                           ECN_1pct_15min_10[Max 0.040]                                                                        ECN_1pct_15min_10[Max 0.036]

                                                                                                              0.040
       0.055                                                                                                                                                                                                          0.035


       0.050                                                                                                  0.035
                                                                                                                                                                                                                      0.030
       0.045
                                                                                                              0.030
       0.040                                                                                                                                                                                                          0.025


       0.035                                                                                                  0.025

                                                                                                                                                                                                                      0.020
Flow




                                                                                                       Flow




                                                                                                                                                                                                               Flow
       0.030
                                                                                                              0.020

       0.025
                                                                                                                                                                                                                      0.015
                                                                                                              0.015
       0.020

                                                                                                                                                                                                                      0.010
       0.015
                                                                                                              0.010

       0.010
                                                                                                                                                                                                                      0.005
                                                                                                              0.005
       0.005


       0.000                                                                                                  0.000                                                                                                   0.000
                 1 Mon                  1AM               2AM               3AM                  4AM                    1 Mon                  1AM               2AM                3AM                  4AM                 1 Mon                 1AM               2AM               3AM                  4AM
              Jan 2018                                    Time                                                       Jan 2018                                    Time                                                     Jan 2018                                   Time

                     Diversion Weir_Outlet from Site to Detention Basin to Basin Outlet                                         Diversion PipeWeir1 from Site to Detention Basin to Basin Outlet


                         ECN_63pct_15min_10[Max 0.000]           ECN_0.5EY_15min_10[Max 0.000]                                  ECN_63pct_15min_10[Max 0.000]           ECN_0.5EY_15min_10[Max 0.031]

                         ECN_0.2EY_15min_10[Max 0.000]           ECN_10pct_15min_10[Max 0.000]                                  ECN_0.2EY_15min_10[Max 0.052]            ECN_10pct_15min_10[Max 0.061]

                         ECN_5pct_15min_10[Max 0.000]            ECN_2pct_15min_10[Max 0.000]                                   ECN_5pct_15min_10[Max 0.070]             ECN_2pct_15min_10[Max 0.068]

                         ECN_1pct_15min_10[Max 0.000]                                                                           ECN_1pct_15min_10[Max 0.075]

       1.0

                                                                                                              0.07
       0.8
                                                                                                                                                                                                                               Bypass Node
       0.6
                                                                                                              0.06


       0.4

                                                                                                              0.05
       0.2
Flow




                                                                                                       Flow




       0.0                                                                                                    0.04


       -0.2
                                                                                                              0.03

       -0.4

                                                                                                              0.02
       -0.6


       -0.8                                                                                                   0.01


       -1.0
                                                                                                              0.00
             1 Mon                     1AM                2AM               3AM                  4AM                1 Mon                      1AM               2AM                3AM                  4AM
          Jan 2018                                        Time                                                   Jan 2018                                        Time


[OCR of page images]
Flow

Flow

Diversion LowFlow100mm from Site to Detention Basin to Basin Outlet

Le
ECN_63pct_15min_10[Max 0.040]

Le
ECN_0.5EY_15min_10[Max 0.044]

ECN_0.2EY_15min_10[Max 0.049]
—
ECN_5pct_15min_10[Max 0.054]
—
ECN_1pct_15min_10[Max 0.057]

ECN_10pct_15min_10[Max 0.051]

ECN_2pct_15min_10[Max 0.054]

 

 

 

 

 

 

Diversion MidFlow100mm from Site to Detention Basin to Basin Outlet

Lt
ECN_63pct_15min_10[Max 0.011]

zz
ECN_0.5EY_15min_10[Max 0.020]

ECN_0.2EY_15min_10[Max 0.028]
Le
ECN_Spct_15min_10[Max 0.036]
az
ECN_1pct_15min_10[Max 0.040]

ECN_10pct_15min_10[Max 0.032]

ECN_2pct_15min_10[Max 0.037]

 

 

 

 

 

 

 

 

 

 

 

 

0.040
0.055
0.050 0.035
0.045
0.030
0.040
0.035 0.025
0.030 é
< 0.020
0.025
0.015
0.020
0.015 oot10
0.010
0.005
0.005
0.000 sil al 0.000 J
1 Mon 1AM 2AM 3AM 4AM 1 Mon 1AM 2AM 3AM 4AM
Jan 2018 Time Jan 2018 Time
Diversion Weir_Outlet from Site to Detention Basin to Basin Outlet Diversion PipeWeir1 from Site to Detention Basin to Basin Outlet
a Le Le Le
ECN_63pct_15min_10[Max 0.000] ECN_0.5EY_15min_10[Max 0.000] ECN_63pct_15min_10[Max 0.000] ECN_0.5EY_15min_10[Max 0.031]
ECN_0.2EY_15min_10[Max 0.000] ECN_10pct_15min_10[Max 0.000] ECN_0.2EY_15min_10[Max 0.052] ECN_10pct_15min_10[Max 0.061]
bel a
ECN_Spet_15min_10[Max 0.000] ECN_2pct_15min_10[Max 0.000] ECN_Spct_15min_10[Max 0.070] ECN_2pct_15min_10[Max 0.068]
az zz
ECN_1pet_15min_10[Max 0.000] ECN_1pct_15min_10[Max 0.075]
1.0
0.07
08 4
06 0.06
04
0.05
0.2
0.0 3 0.04
i
-0.2
0.03
-0.4
0.02
-0.6
08 0.01
1.0
0.00
1 Mon 1AM 2AM 3AM 4AM 1 Mon 1AM 2AM 3AM 4AM
Jan 2018 Time Jan 2018 Time

Flow

Diversion High_outlet100mm from Site to Detention Basin to Basin Outlet

zz
ECN_0.5EY_15min_10[Max 0.012]

—
ECN_63pct_15min_10[Max 0.002]

ECN_0.2EY_15min_10[Max 0.022]
Le
ECN_5pct_15min_10[Max 0.032]
az
ECN_‘pct_15min_10[Max 0.036]

ECN_10pct_15min_10[Max 0.027]

ECN_2pct_15min_10[Max 0.032]

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0.035

0.030

0.025

0.020

0.015

0.010

0.005

0.000 J

1 Mon 1AM 2AM 3AM 4AM
Jan 2018 Time
Bypass Node
Name Storm Max Flow

Bypass ECN_63pct_15min_10_|0.003
Bypass ECN_0.5EY_15min_10_|0.005
Bypass ECN_0.2EY_15min_10 {0.006
Bypass ECN_10pct_15min_10 }0.007
Bypass ECN_Spct_15min_10_|0.009
Bypass ECN 2pct_15min_10 | 0.008
Bypass ECN_ipct_ 15min 10_}|0.009

 

 

 

 
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